HomeMy WebLinkAboutTED4001391.430'
O W
p APPROX. LIMIT OF PAVING /. 3p'�� 0
O +
0p TO MATCH EXISTING ! � M
+ I Prc::7st cone. retaining
u, xir constr. - See Shect 7 :a � i � R = 20'
of 8 for det'ar�. -- ~ i/ T- � - 15.65 I � I t- oa
��
� � � � = 76005' 12" PT51+2314 � o
f Sto. 43*80 to 48+00/ N a p LT 43.19 / �W
o ° a c <c0 STA. 49 + 85 LT. 272 L = 26.56 STA. 51 + 62�1 LT. 538!± o z_ �
T. C. = 23.65
Z cv'` ISTA.47+75 LT. 30' 4 ~+ TYPE I C8 / TYPE I CB N -' d
d �`-� Grate Elev. 24.73 71 47+ `o r
d TYPE IV CURB INLET 4- a STA. 47t75 LT. 42 ± STA. 51 +26 _ LT 62 — - Grate Elev. 21.35 R = 20 =
_ C0 Grate Elev. 24.97 0 Connect to IS" ST n �' `n
� � TYPE tQ' CURB INLET ' TYPE I CB � � connect to 8" ST u T = 25.56 F- d
I- t 'tea with 48 + - 8 conc. ST �' ''ice 22.57exist , +_ ' a d
�+ _ Grate Elev. 22.05 C8 / 8 with 3 8 conc. ST a=103 5448 TY OF nti� vlv
Connect to MH w ��--- INV. Elev. 17.78- w� connect to CB Sta. 51+626i l` �1 L = 36.27
cn with 55 - 8 conc. ST Connect to M H # I 18 �� P. C.51+62- , LT. 52.81 3
_ _ \ ' +_ " with 3 i'+ 8" conc. ST -- , C8 i
811 RockercJ GOn � ST pipe . � p 4 -- -- - --- ---__- ------ r . , 2i - `20• l8 I T C. -20 R o
ST
S o
6 �pE 2 : 1 SLOPE (Typ.) 20 R. Lei ��-. , i �
- Edge of exist. roadwa houlder � � I
_ 6 N U ,
Edge o exist. cane. under --- _
exist. asph. over/ �- -� -_ - -- - - --- -
-_ _ - ----
_.._. - - - J- or exist roadway shoulder cl P T LT 28
0
- - - --- — _ - - - - - + ---_------ - C B _ __--------- edge ny 73 t- y ° ' 51 + 82.02, '
- - - - -- 50---- -- - - - - - - - PC.51+0373 .. ro T.c.=25.02
LT 28
25" - -- _ -__ -- -- - - -T Cr=25:.L6` � .�`�- _... _- � � 1 8
a - Ede of exist. concroodwa
CID Sta.51+3098 L0!11! End of exist. '�0,
c 48 S I ,,, , ! 5z asph. roadway
y s
47 4 , �. QUAY � 5-0 I 20
_ (S 77- 27' 46" W. )
Insfa 1 l !I»onumen f ccas e overt a i
CD I 10
1 ti 5 6 1 and cover 28'
1 i 28 °�° N� 2�' MH #2__-
2.5 —
26 ! I � _ _ __ _ ___ _- __ ____ -- .--- , - - - --- _ --' Edge of exist. conc. roadway
i ST — E--e -- -- -- — _ — -- -- -- - - _ — _ - - — _ 5------ -- d —�
- -- - _ _ — --_ - _ ,-.� 4o d9e of axist. conc. and r I ST 111 „ . _ 1 T 40
— --- — -- — -- O exist. roa w -shoulder
(8 IA exist.- asph- roadway - Edge f �y
1
1
ST - _
6' /
_
e o exis roadwoy shoulder- CI 11
--
T— 7 �� _ _(� _ - .... T _ _._�11 __ __ __--- - ... _- ---- _ ___- _- _ _ ..__ T __---.------------_------
24.0
4
23.0
P. P.
CITY OF �ENTON R/\N
-00
i 2 -
C
0
0
PROPOSED
EASEMENT
0
eneeereat�nnu�+l�r���nrnBovine menoInto uIllegal nIt,
STA. 47 + 75 RT 30'
I
0
+
TYPE N CURB INLET
i
Grate Elev. 24.97
STA. 48+ 50
-0
Q
w(f)
ct1
N
Q
,
I
I t
PROPOSED GRADE
0
N
EXISTING GRADE
425'- 18" C. M. P SLOPE -.2%
INV, ELF V. 20.15
INV. ELEV. 17.28
M.H. NO. I STA. 47+75
2 Buried Cables - 30" cover
STA. 49+85 RT 273 I
T`(PE. I CB
Grate E-lev. 24.73
Connect to I B" ST
with 3' * - 8" conc . ST
rL-AN VIEW
SCALE I°°= 2 0°
N
OD na
It T M
kf> Ln GCi IFS
N N N N N
I I i I
SLOP I5 %
U-5
N N Q•
0
N
_.p ; SLOPE - .115
I ,
4 A. v 0 4%00 50+ 00
L6
— N
Ln
N
I
R1
li;� P. S. P. 81 L. POWER PUL
LO
N CT)
N
I
1
N
V
C
�. 490' t - 16" C. M. P.
INV. ELEV. /6.87
M.H. NO. 2 STA. 5 1 +40
I
X.
to 'CQ �j09399
4 1
I dded curb -curve in& malion .( �/ - 1 -13 -72
REVIS'ON BY APf'R DATE
SLOPE -.115%
I
1
CITY OF RENTON
ENGINEERING D E P A R i A E N T
S.W. GRADY WAY
STREET IMPROVEMENTS
RAINIER AVE. S. LIND AVE. 514,
.
C. ShctZWr:zj- DATk. 1-29-7/
DRAM, WLDuncan
CHECKED._ SCALE. - -NOTED. _-__ I c ICi c�--
� Q
APPROVED
---
`.' CITY FNGfINFER